Improving Services For Water And Latrines DWG Block for AutoCAD

IMPROVING SERVICES FOR WATER AND Latrines in the village of El Huayo; DISTRICT LUCMA; GREAT CHIM – FREEDOM – CERCO PERIMETRIC

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

departure, Overflow, Arrives from, Overflow, Arrives from, catchment, channel, catchment, Horseshoe path, Projection: top, Projection: income, ventilation, access door, Perimeter fence, Existing reservoir, Calicata, departure, Overflow, Arrives from, Overflow, Arrives from, catchment, channel, catchment, Projection: top, Projection: income, ventilation, access door, Perimeter fence, Existing reservoir rehabilitate, Stone seated with, mortar, Rehabilitation demolition plan nº, Detail of door in reservoir, Simple c, Log, Hinges, Cuarton mad.tornillo, Simple c, Puas wire, Hinges, Cuarton mad.tornillo, Welded wire mesh, Esc., Fence detail, Esc., Perimeter fence, Esc., Typical purse seine plant, Table of values for perimeter fence, width, Log, Simple c, Puas wire, Fence detail, Esc., variable, Log, length, height, Of logs, work, catchment, Reservoir, Exp., door, Improvement of drinking water services latrines in the hamlet of the district of great chimú freedom, Search by photos:, Cooperation fund for social development, September, Indicated, Development ministry social inclusion midis, designer:, scale:, Ing. Leonardo garcia rodriguez, Vo. Bo:, Rev. Approved, date:, District: lucma, Locality: el huayo, Location:, flat:, draft:, Apartment: la libertad, Province: grand chimú, Cad:, sheet, Typical perimeter fence, Foncodes, Peru, Table of values for perimeter fence, width, length, height, Of logs, work, catchment, Reservoir, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Datum elev, Of potable water services latrines in the hamlet of the district of Gran Chimu, Search by photos:, Cooperation fund for social development, June, Ministry of women social development mimdes, designer:, scale:, Ing. Luis manuel sánchez pinedo, Vo. Bo:, Rev. Approved, date:, District: lucma, Locality: el huayo, Location:, draft:, Apartment: la libertad, Province: granada, Cad:, sheet, Foncodes, Cip nº, flat:, plant of, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Until reservoir, Reservoir to canaan, Reservoir up to, Until sector the high reed, Up to existing reservoir, Up to existing reservoir, Reservoir up to, To sector the reed under, Until sector the hill, Sector the hill until sector the huayo, Sector up the hill, Until sector the lioness, Until sector trujillito, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, Type of soil, Ground level, Pipe bottom dimension, Cutting height filled, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, Until reservoir, Reservoir to canaan, Reservoir up to, Until sector the high reed, Up to existing reservoir, Up to existing reservoir, To sector the reed under, Until sector the hill, Sector the hill until sector the huayo, Sector up the hill, Until sector the lioness, Until sector trujilli

Raw text data extracted from CAD file:

2.64 2.14 0.20 0.20 2.04 0.25 0.25 SALIDA REBOSE Llega de A 5 5 5 5 REBOSE 5 LLEGA DE PVC-C10 CAPTACION \U+2205 2.5" A CANAL C.T:3319.39 C.F:3317.44 Volumen=6m 3 C.T:3319.99 C.F:3318.24 Volumen=6m 3 Captaciòn CAMINO DE HERRADURA B A 5 5 5 Proyeccion:tapa B Proyeccion:Ingreso Ventilacion PUERTA DE INGRESO CERCO PERIMETRICO CERCO PERIMETRICO Reservorio Existente CALICATA C-1 CALICATA C-2 CALICATA C-3 CALICATA C-10 CALICATA C-5 CALICATA C-11 CALICATA C-4 CALICATA C-6 CALICATA C-7 CALICATA C-8 CALICATA C-9 \A1;2.64 \A1;2.14 \A1;0.20 \A1;0.20 \A1;2.04 \A1;0.25 \A1;0.25 \A1;.15 \A1;.15 \A1;2.25 \A1;2.65 \A1;10.50 \A1;2.25 \A1;.15 \A1;.15 SALIDA REBOSE Llega de A 5 5 REBOSE 5 LLEGA DE PVC-C10 CAPTACION \U+2205 2.5" A CANAL C.T:3319.39 C.F:3317.44 Volumen=6m 3 C.T:3319.99 C.F:3318.24 Volumen=6m 3 Captaciòn B A Proyeccion:tapa B Proyeccion:Ingreso Ventilacion PUERTA DE INGRESO CERCO PERIMETRICO 5 5 5 5 5 2.00 RESERVORIO EXISTENTE A REHABILITAR Piedra asentada con mortero 1:8 (ver plano de Demolicion y Rehabilitaciòn Nº D-01) 5 N. N. \A1;2.64 \A1;2.14 \A1;0.20 \A1;0.20 \A1;2.04 \A1;0.25 \A1;0.25 \A1;.20 \A1;.15 \A1;2.25 \A1;2.95 \A1;10.50 \A1;.15 \A1;2.25 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;2.00 \A1;2.64 \A1;2.14 \A1;0.20 \A1;0.20 \A1;2.04 \A1;0.25 \A1;0.25 \A1;.20 \A1;.15 \A1;2.25 \A1;2.95 \A1;10.50 \A1;.15 \A1;2.25 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;2.00 \A1;2.64 \A1;2.14 \A1;0.20 \A1;0.20 \A1;2.04 \A1;0.25 \A1;0.25 \A1;.20 \A1;.15 \A1;2.25 \A1;2.95 \A1;10.50 \A1;.15 \A1;2.25 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;2.00 \A1;2.64 \A1;2.14 \A1;0.20 \A1;0.20 \A1;2.04 \A1;0.25 \A1;0.25 \A1;.20 \A1;.15 \A1;2.25 \A1;2.95 \A1;10.50 \A1;.15 \A1;2.25 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;2.00 \A1;2.55 \A1;2.95 \A1;8.00 \A1;.15 \A1;2.25 \A1;.20 \A1;.15 \A1;.20 \A1;2.00 \A1;7.50 \A1;VARIABLE (VER CUADRO) \A1;VARIABLE (VER DETALLE) \A1;VARIABLE (VER CUADRO) F'c=140Kg/cm2+30%P.M. DETALLE DE PUERTA EN RESERVORIO Cº SIMPLE \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.90 ROLLIZO DE EUCALIPTO D=6" \A1;0.50 \A1;0.40 \A1;0.60 BISAGRAS 4" CUARTON MAD.TORNILLO 3"x3" \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.10 F'c=140Kg/cm2+30%P.M. Cº SIMPLE ALAMBRE PUAS N° 16 \A1;0.30 BISAGRAS 4" CUARTON MAD.TORNILLO 3"X3" \A1;0.90 \A1;2.00 MALLA ELECTROSOLDADA DE 3/4" \A1;0.60 \A1;0.50 \A1;0.40 ESC. 1/75 DETALLE CERCO ESC. 1/75 CERCO PERIMETRICO Esc. 1/50 PLANTA TIPICA DE CERCO CUADRO DE VALORES PARA CERCO PERIMETRICO ANCHO \A1;0.10 ROLLIZO DE EUCALIPTO D=6" \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.30 \A1;0.10 F'c=140Kg/cm2+30%P.M. Cº SIMPLE ALAMBRE PUAS N° 16 \A1;0.30 DETALLE CERCO ESC. 1/75 \A1;0.10 VARIABLE (VER CUADRO) VARIABLE (VER DETALLE) VARIABLE (VER CUADRO) ROLLIZO DE EUCALIPTO D=6" ROLLIZO DE EUCALIPTO D=6" ROLLIZO DE EUCALIPTO D=6" LONGITUD ALTURA N° DE ROLLIZOS OBRA Captación 1 Captación 2 Captación 3 Reservorio 3.60 5.05 2.00 8 3.60 5.10 2.00 8 3.00 3.60 2.00 6 5.60 5.60 2.00 10 ALAMBRE DE PUAS PUERTA MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMÚ - LA LIBERTAD OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 INDICADA MINISTERIO DE DESARROLLO E INCLUSION SOCIAL - MIDIS PROYECTISTA: ESCALA: Ing. Leonardo Garcia Rodriguez Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PLANO: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMÚ CAD: \W0.8;PC-01 LAMINA N°: CERCO PERIMETRICO TIPICO FONCODES PERÚ CUADRO DE VALORES PARA CERCO PERIMETRICO ANCHO LONGITUD ALTURA N° DE ROLLIZOS OBRA Captación 1 Captación 2 Captación 3 Reservorio 3.60 5.05 2.00 8 3.60 5.10 2.00 8 3.00 3.60 2.00 6 5.60 5.60 2.00 10 NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR DATUM ELEV 440m 310m 490m 776,95m 466,63m 381,94m 139,34m 562,25m 266,86m 25,4m 91,09m 193,73m 167,46m 81,94m 148,37m 128,17m 156,56m 71,38m 180,3m "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL JUNIO - 2012 1:1250 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LUIS MANUEL SÁNCHEZ PINEDO Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;DP-01 LAMINA N°: FONCODES CIP Nº 43512 ------ PLANO: PLANTA "DIAGRAMA DE PRESIONES" 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746277375512794E+005 9.147745888967266E+006 1845.000000000000 0.000000000000000 3323.208533396409 LEFT PEGLT PEGRT PDGL PDGR 2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746206091436982E+005 9.147112307953921E+006 1725.000000000000 0.000000000000000 865.3945886501341 LEFT PEGLT PEGRT PDGL PDGR 3 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746101539011356E+005 9.147163727235785E+006 1725.000000000000 0.000000000000000 909.5097806501341 LEFT PEGLT PEGRT PDGL PDGR 4 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746241232573693E+005 9.146772751850745E+006 1800.000000000000 0.000000000000000 440.9294133848951 LEFT PEGLT PEGRT PDGL PDGR 5 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746266513251536E+005 9.146496312044130E+006 1610.000000000000 0.000000000000000 585.9097565949739 LEFT PEGLT PEGRT PDGL PDGR 7 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.746383411432686E+005 9.146172728453004E+006 1725.000000000000 0.000000000000000 623.3747984973962 LEFT PEGLT PEGRT PDGL PDGR 8 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.749507784825790E+005 9.144859826070064E+006 1495.000000000000 0.000000000000000 638.2751508998876 LEFT PEGLT PEGRT PDGL PDGR 9 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.745881217134361E+005 9.145286505862294E+006 1710.000000000000 0.000000000000000 251.9541434529480 LEFT PEGLT PEGRT PDGL PDGR 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.745700125060871E+005 9.145056002806276E+006 1665.000000000000 0.000000000000000 110.3960861220161 LEFT PEGLT PEGRT PDGL PDGR 11 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.745537902616239E+005 9.145109598304157E+006 1660.000000000000 0.000000000000000 580.3453877975835 LEFT PEGLT PEGRT PDGL PDGR 13 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 7.755165232329749E+005 9.145796938208055E+006 1490.000000000000 0.000000000000000 772.7696137029279 LEFT PEGLT PEGRT PDGL PDGR 1880 1920 1960 2000 2040 2080 2120 2160 1855.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 2180.00 2178.18 2172.10 2172.39 2171.00 2160.91 2152.18 2155.12 2168.14 2166.07 2158.43 2145.63 2145.78 2145.76 2146.73 2152.62 2153.33 2151.41 2149.82 2149.09 2142.43 2136.54 2130.06 2117.57 2117.72 2116.97 2116.67 2117.28 2116.19 2113.82 2110.80 2109.46 2109.95 2110.19 2104.88 2090.86 2106.82 2110.82 2108.76 2108.22 2105.37 2102.98 2103.87 2107.54 2109.16 2111.50 2113.03 2114.67 2110.65 2107.70 2117.50 2114.18 2103.11 2098.95 2101.36 2097.04 2096.02 2091.91 2090.99 2085.19 2082.36 2084.27 2080.50 2077.51 2074.52 2071.53 2066.51 2064.66 2051.09 2056.86 2052.91 2048.25 2043.83 2040.06 2038.04 2040.70 2038.57 2038.59 2037.32 2033.39 2032.05 2034.44 2031.70 2030.08 2028.51 2027.39 2024.55 2020.59 2018.98 2018.77 2013.56 2010.16 2006.37 2003.91 2000.68 1995.61 1994.04 1995.35 1996.07 1995.23 1989.35 1989.72 1990.22 1983.98 1968.39 1981.17 1981.15 1980.01 1977.72 1972.29 1968.60 1964.18 1961.12 1963.06 1962.13 1960.65 1954.92 1954.78 1953.76 1952.83 1951.68 1948.87 1946.79 1944.04 1938.29 1932.96 1925.25 1914.34 1925.52 1921.02 1920.39 1916.95 1913.21 1909.50 1908.30 1905.12 1903.40 1903.35 1901.43 1898.18 1893.91 1891.86 1890.85 1889.44 1882.65 1889.20 1885.66 1882.27 1882.76 1883.35 1878.65 1871.35 1869.67 1871.89 1873.23 1872.26 1869.04 1868.78 1871.25 1873.72 1873.12 1870.88 1868.65 1866.42 1863.17 1861.44 CAPTACION-1 HASTA RESERVORIO 1720 1760 1800 1840 1695.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1861.44 1857.51 1853.65 1850.37 1846.21 1840.35 1829.48 1810.88 1800.94 1797.60 1796.91 1796.75 1797.43 1799.04 1798.73 1799.05 1799.21 1801.37 1800.03 1797.40 1795.80 1795.77 1794.13 1792.50 1791.54 1789.52 1782.58 1779.18 1776.39 1774.85 1774.93 1776.27 1775.13 1771.95 1767.33 1761.89 1756.91 1750.67 1746.00 1743.77 1741.54 1739.31 1737.17 1735.04 1732.91 1730.78 1728.65 1727.81 1716.34 1705.13 1699.08 RESERVORIO HASTA CANAAN 1840 1815.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+329.29 1861.71 1855.74 1852.63 1849.53 1845.55 1840.37 1837.17 1836.82 1836.47 1834.36 1833.08 1830.89 1829.03 1827.67 1825.33 1822.99 1820.64 1819.58 RESERVORIO HASTA P-1 1800 1785.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 1819.58 1817.37 1815.17 1812.96 1811.00 1807.26 1806.89 1805.46 1804.04 1802.61 1800.86 1798.47 1796.42 1794.40 1792.38 1794.23 1796.15 1796.61 1796.82 1796.53 1797.60 P-1 HASTA SECTOR EL CARRIZO ALTO 1800 1785.00 0+000 0+040 1819.58 1810.35 1801.13 1791.90 1788.38 P-1 HASTA RESERVORIO EXISTENTE 1800 1785.00 0+000 0+040 0+080 0+120 0+160 1793.92 1790.58 1789.67 1791.80 1791.10 1791.00 1792.28 1791.48 1789.83 1788.37 CAPTACION-3 HASTA RESERVORIO EXISTENTE 1800 1780.00 0+000 0+045.19 1789.95 1787.61 1786.74 1786.30 RESERVORIO EXISTENTE HASTA P-2 1640 1680 1720 1760 1800 1600.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+534.22 1786.30 1780.53 1767.84 1753.74 1742.25 1731.86 1723.11 1719.15 1715.19 1708.30 1702.13 1698.40 1694.66 1690.93 1687.19 1683.41 1679.50 1673.60 1666.76 1659.93 1653.09 1647.28 1640.94 1633.36 1625.78 1618.20 1610.62 1605.24 P-2 HASTA SECTOR EL CARRIZO BAJO 1720 1760 1715.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 1786.30 1784.56 1782.81 1781.06 1780.26 1779.41 1778.56 1777.42 1776.24 1774.21 1772.17 1770.14 1768.39 1763.27 1762.03 1763.41 1760.12 1758.82 1752.59 1732.89 1739.63 1754.29 1756.46 1752.02 1752.64 1749.51 1750.59 1750.95 1751.05 1750.66 1751.10 1751.54 1749.46 1746.30 1744.98 P-2 HASTA SECTOR LA LOMA 1520 1560 1600 1640 1680 1720 1490.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+684.78 1744.98 1736.27 1728.10 1720.12 1710.72 1705.26 1699.59 1696.24 1693.16 1685.99 1677.14 1668.35 1659.66 1651.92 1643.44 1634.85 1629.88 1624.45 1619.01 1613.57 1608.13 1601.11 1591.64 1582.17 1566.44 1548.53 1536.33 1528.74 1521.15 1513.57 1506.56 1502.98 1500.96 1498.95 1496.93 1496.45 SECTOR LA LOMA HASTA SECTOR EL HUAYO 1720 1710.00 0+000 0+040 0+080 0+120 0+160 0+200 0+253.18 1744.98 1742.25 1739.20 1736.15 1733.10 1730.34 1729.08 1727.74 1725.15 1722.92 1720.70 1718.47 1716.25 1714.78 SECTOR LA LOMA HASTA P-3 1680 1720 1665.00 0+000 0+040 0+080 1714.78 1707.74 1701.94 1695.38 1681.87 1671.20 1669.91 P-3 HASTA SECTOR LA LEONERA 1680 1720 1650.00 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 1714.78 1713.16 1712.44 1708.09 1702.40 1696.72 1692.45 1689.76 1688.78 1687.85 1687.09 1686.33 1685.38 1683.73 1682.06 1680.34 1678.84 1678.53 1675.16 1674.94 1675.87 1676.81 1677.84 1676.66 1672.66 1664.49 1657.42 P-3 HASTA SECTOR TRUJILLITO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 2179.20 2177.38 2171.30 2171.59 2170.20 2170.13 2169.84 2169.54 2169.24 2165.27 2157.63 2144.83 2144.98 2144.96 2145.93 2151.82 2152.53 2150.61 2149.02 2148.29 2141.63 2135.74 2129.26 2116.77 2116.92 2116.17 2115.87 2116.48 2115.39 2113.02 2110.00 2108.66 2109.15 2119.39 2109.50 2110.03 2110.56 2110.02 2107.96 2107.42 2104.57 2102.18 2103.07 2106.74 2108.36 2110.70 2112.23 2113.87 2109.85 2106.90 2116.70 2113.38 2102.31 2098.15 2100.56 2096.24 2095.22 2091.11 2090.19 2084.39 2081.56 2083.47 2079.70 2076.71 2073.72 2070.73 2065.71 2063.86 2062.31 2056.06 2052.11 2047.45 2043.03 2039.26 2037.24 2039.90 2037.77 2037.79 2036.52 2032.59 2031.25 2033.64 2030.90 2029.28 2027.71 2026.59 2023.75 2019.79 2018.18 2017.97 2012.76 2009.36 2005.57 2003.11 1999.88 1994.81 1993.24 1994.55 1995.27 1994.43 1988.55 1988.92 1989.42 1983.18 1981.47 1980.37 1980.35 1979.21 1976.92 1971.49 1967.80 1963.38 1960.32 1962.26 1961.33 1960.92 1958.85 1953.98 1952.96 1952.03 1950.88 1948.07 1945.99 1943.24 1937.49 1932.16 1925.17 1925.05 1924.72 1920.22 1919.59 1916.15 1912.41 1908.70 1907.50 1904.32 1902.60 1902.55 1900.63 1997.38 1893.11 1891.06 1890.05 1888.64 1881.85 1888.40 1884.86 1881.47 1881.96 1882.55 1877.85 1870.55 1868.87 1871.09 1872.43 1871.46 1868.24 1867.98 1870.45 1872.92 1872.32 1870.08 1867.85 1865.62 1862.37 1860.64 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+993.98 1860.64 1856.71 1852.85 1849.57 1845.41 1839.55 1828.68 1810.08 1800.14 1796.80 1796.11 1795.95 1796.63 1798.24 1797.93 1798.25 1798.41 1800.57 1799.23 1796.60 1795.00 1794.97 1793.33 1791.70 1790.74 1788.72 1781.78 1778.38 1775.59 1774.05 1774.13 1775.47 1774.33 1771.15 1766.53 1761.09 1756.11 1749.87 1745.20 1742.97 1740.74 1738.51 1736.37 1734.24 1732.11 1729.98 1727.85 1527.01 1715.54 1704.33 1698.28 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 1860.64 1854.94 1851.83 1848.73 1844.75 1839.57 1836.37 1836.02 1835.67 1833.56 1832.28 1830.09 1828.23 1826.87 1824.53 1822.19 1819.84 1818.78 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0+384.23 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1818.78 1816.57 1814.37 1812.16 1810.20 1806.46 1806.09 1804.66 1803.24 1801.81 1800.06 1797.67 1795.62 1793.60 1791.58 1793.43 1795.35 1795.81 1796.02 1795.73 1796.80 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0+067.65 0.80 0.80 0.80 0.80 0.80 1818.78 1809.55 1800.33 1791.10 1787.58 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+179.45 1793.12 1789.78 1788.87 1791.00 1790.30 1790.20 1791.48 1790.68 1789.03 1787.57 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 1789.15 1786.81 1785.94 1785.50 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1785.50 1779.73 1767.04 1752.94 1742.45 1731.06 1722.31 1718.35 1714.39 1707.50 1701.33 1697.60 1693.86 1690.13 1686.39 1682.61 1678.70 1672.80 1665.96 1659.13 1652.29 1646.48 1640.14 1632.56 1624.98 1617.40 1609.82 1604.44 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+668.37 1785.50 1783.76 1782.01 1780.26 1779.46 1778.61 1777.76 1776.62 1775.44 1773.41 1771.37 1769.34 1767.59 1762.47 1761.23 1762.61 1759.32 1758.02 1756.63 1755.03 1753.49 1753.49 1755.66 1751.22 1751.84 1748.71 1749.79 1750.15 1750.25 1749.86 1750.30 1750.74 1748.66 1745.50 1744.18 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1744.18 1735.47 1727.30 1719.32 1709.92 1704.46 1698.79 1695.44 1692.36 1685.19 1676.34 1667.55 1658.86 1651.12 1642.53 1634.05 1629.08 1623.65 1618.21 1612.77 1607.33 1600.31 1590.84 1581.37 1565.64 1547.73 1535.53 1527.94 1520.35 1512.78 1505.76 1502.18 1500.16 1498.15 1496.13 1495.65 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1744.18 1741.45 1738.40 1735.35 1732.30 1729.54 1728.28 1726.94 1724.35 1722.12 1719.90 1717.67 1715.45 1713.98 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0+102.67 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1713.98 1706.94 1701.14 1694.58 1681.07 1670.40 1669.11 TIPO DE SUELO COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO 0+517.28 1713.98 1712.36 1711.64 1707.29 1701.60 1695.92 1691.65 1688.96 1687.98 1687.05 1686.29 1685.53 1684.58 1682.93 1681.26 1679.54 1678.04 1677.73 1674.36 1674.14 1675.07 1676.01 1677.04 1675.86 1671.86 1663.69 1656.62 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PASE AEREO-1 L=67.49 PASE AEREO-2 L=53.48 PASE AEREO-3 L=25.83 PASE AEREO-4 L=36.89 PASE AEREO-5 L=30.83 PASE AEREO-6 L=35.00 PASE AEREO-7 L=58.82 PASE AEREO-1 L=67.49 0.80 0.80 0+095.53 CFT=2170.20 0+163.024 CFT=2169.200 0+672.74 CFT=2109.301 0+726.22 CFT=2110.732 PASE AEREO-2 L=53.48 1+347.588 CFT=2063.377 1+373.417 CFT=2061.172 AEREO-3 L=25.83 PASE 2+061.278 CFT=1982.955 2+098.167 CFT=1980.032 AEREO-4 L=36.89 PASE 2+298.180 CFT=1961.104 2+329.006 CFT=1957.912 AEREO-5 L=30.83 PASE 2+518.67 CFT=1925.177 2+553.67 CFT=1924.981 AEREO-6 L=35.00 PASE 0+353.53 CFT=1757.140 0+412.35 CFT=1752.512 PASE AEREO-1 L=58.82 1856 1860 1864 1868 1872 1876 1880 1884 1888 1892 1896 1900 1904 1908 1912 1916 1920 1924 1928 1932 1936 1940 1944 1948 1952 1956 1960 1964 1968 1972 1976 1980 1984 1988 1992 1996 2000 2004 2008 2012 2016 2020 2024 2028 2032 2036 2040 2044 2048 2052 2056 2060 2064 2068 2072 2076 2080 2084 2088 2092 2096 2100 2104 2108 2112 2116 2120 2124 2128 2132 2136 2140 2144 2148 2152 2156 2160 2164 2168 2172 2176 2180 1855.00 CAPTACION-1 HASTA RESERVORIO 1696 1700 1704 1708 1712 1716 1720 1724 1728 1732 1736 1740 1744 1748 1752 1756 1760 1764 1768 1772 1776 1780 1784 1788 1792 1796 1800 1804 1808 1812 1816 1820 1824 1828 1832 1836 1840 1844 1848 1852 1856 1860 1695.00 RESERVORIO HASTA CANAAN 1816 1820 1824 1828 1832 1836 1840 1844 1848 1852 1856 1860 1815.00 RESERVORIO HASTA P-1 1788 1792 1796 1800 1804 1808 1812 1816 1820 1785.00 P-1 HASTA SECTOR EL CARRIZO ALTO 1788 1792 1796 1800 1804 1808 1812 1816 1820 1785.00 P-1 HASTA RESERVORIO EXISTENTE 1788 1792 1785.00 CAPTACION-3 HASTA RESERVORIO EXISTENTE 1784 1788 1780.00 1604 1608 1612 1616 1620 1624 1628 1632 1636 1640 1644 1648 1652 1656 1660 1664 1668 1672 1676 1680 1684 1688 1692 1696 1700 1704 1708 1712 1716 1720 1724 1728 1732 1736 1740 1744 1748 1752 1756 1760 1764 1768 1772 1776 1780 1784 1788 1600.00 P-2 HASTA SECTOR EL CARRIZO BAJO 1716 1720 1724 1728 1732 1736 1740 1744 1748 1752 1756 1760 1764 1768 1772 1776 1780 1784 1715.00 P-2 HASTA SECTOR LA LOMA 1492 1496 1500 1504 1508 1512 1516 1520 1524 1528 1532 1536 1540 1544 1548 1552 1556 1560 1564 1568 1572 1576 1580 1584 1588 1592 1596 1600 1604 1608 1612 1616 1620 1624 1628 1632 1636 1640 1644 1648 1652 1656 1660 1664 1668 1672 1676 1680 1684 1688 1692 1696 1700 1704 1708 1712 1716 1720 1724 1728 1732 1736 1740 1744 1490.00 SECTOR LA LOMA HASTA SECTOR EL HUAYO 1712 1716 1720 1724 1728 1732 1736 1740 1744 1710.00 SECTOR LA LOMA HASTA P-3 1668 1672 1676 1680 1684 1688 1692 1696 1700 1704 1708 1712 1665.00 P-3 HASTA SECTOR LA LEONERA 1656 1660 1664 1668 1672 1676 1680 1684 1688 1692 1696 1700 1704 1708 1712 1716 P-3 HASTA SECTOR TRUJILLITO 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+285.52 2181.00 2178.18 2172.10 2172.39 2171.00 2160.91 2152.18 2155.12 2168.14 2166.07 2158.43 2145.63 2145.78 2145.76 2146.73 2152.62 2153.33 2151.41 2149.82 2149.09 2142.43 2136.54 2130.06 2117.57 2117.72 2116.97 2116.67 2117.28 2116.19 2113.82 2110.80 2109.46 2109.95 2110.19 2104.88 2090.86 2106.82 2110.82 2108.76 2108.22 2105.37 2102.98 2103.87 2107.54 2109.16 2111.50 2113.03 2114.67 2110.65 2107.70 2117.50 2114.18 2103.11 2098.95 2101.36 2097.04 2096.02 2091.91 2090.99 2085.19 2082.36 2084.27 2080.50 2077.51 2074.52 2071.53 2066.51 2064.66 2051.09 2056.86 2052.91 2048.25 2043.83 2040.06 2038.04 2040.70 2038.57 2038.59 2037.32 2033.39 2032.05 2034.44 2031.70 2030.08 2028.51 2027.39 2024.55 2020.59 2018.98 2018.77 2013.56 2010.16 2006.37 2003.91 2000.68 1995.61 1994.04 1995.35 1996.07 1995.23 1989.35 1989.72 1990.22 1983.98 1968.39 1981.17 1981.15 1980.01 1977.72 1972.29 1968.60 1964.18 1961.12 1963.06 1962.13 1960.65 1954.92 1954.78 1953.76 1952.83 1951.68 1948.87 1946.79 1944.04 1938.29 1932.96 1925.25 1914.34 1925.52 1921.02 1920.39 1916.95 1913.21 1909.50 1908.30 1905.12 1903.40 1903.35 1901.43 1898.18 1893.91 1891.86 1890.85 1889.44 1882.65 1889.20 1885.66 1882.27 1882.76 1883.35 1878.65 1871.35 1869.67 1871.89 1873.23 1872.26 1869.04 1868.78 1871.25 1873.72 1873.12 1870.88 1868.65 1866.42 1863.17 1861.44 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 2180.20 2177.38 2171.30 2171.59 2170.20 2170.13 2169.84 2169.54 2169.24 2165.27 2157.63 2144.83 2144.98 2144.96 2145.93 2151.82 2152.53 2150.61 2149.02 2148.29 2141.63 2135.74 2129.26 2116.77 2116.92 2116.17 2115.87 2116.48 2115.39 2113.02 2110.00 2108.66 2109.15 2119.39 2109.50 2110.03 2110.56 2110.02 2107.96 2107.42 2104.57 2102.18 2103.07 2106.74 2108.36 2110.70 2112.23 2113.87 2109.85 2106.90 2116.70 2113.38 2102.31 2098.15 2100.56 2096.24 2095.22 2091.11 2090.19 2084.39 2081.56 2083.47 2079.70 2076.71 2073.72 2070.73 2065.71 2063.86 2062.31 2056.06 2052.11 2047.45 2043.03 2039.26 2037.24 2039.90 2037.77 2037.79 2036.52 2032.59 2031.25 2033.64 2030.90 2029.28 2027.71 2026.59 2023.75 2019.79 2018.18 2017.97 2012.76 2009.36 2005.57 2003.11 1999.88 1994.81 1993.24 1994.55 1995.27 1994.43 1988.55 1988.92 1989.42 1983.18 1981.47 1980.37 1980.35 1979.21 1976.92 1971.49 1967.80 1963.38 1960.32 1962.26 1961.33 1960.92 1958.85 1953.98 1952.96 1952.03 1950.88 1948.07 1945.99 1943.24 1937.49 1932.16 1925.17 1925.05 1924.72 1920.22 1919.59 1916.15 1912.41 1908.70 1907.50 1904.32 1902.60 1902.55 1900.63 1997.38 1893.11 1891.06 1890.05 1888.64 1881.85 1888.40 1884.86 1881.47 1881.96 1882.55 1877.85 1870.55 1868.87 1871.09 1872.43 1871.46 1868.24 1867.98 1870.45 1872.92 1872.32 1870.08 1867.85 1865.62 1862.37 1860.64 COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PASE AEREO-1 L=67.49 0.80 0.80 PASE AEREO-2 L=53.48 AEREO-3 L=25.83 PASE AEREO-4 L=36.89 PASE AEREO-5 L=30.83 PASE AEREO-6 L=35.00 PASE PASE AEREO-1 65.00 0+095.53 CFT=2170.20 0+163.024 CFT=2169.200 PASE AEREO-2 L=55.00 0+672.74 CFT=2109.301 0+726.22 CFT=2110.732 PASE AEREO-3 L=25.00 1+347.588 CFT=2063.377 1+373.417 CFT=2061.172 PASE AEREO-4 L=35.00 PASE AEREO-5 L=30.00 m PASE AEREO-6 L=35.00 2+061.278 CFT=1982.955 2+098.167 CFT=1980.032 2+298.180 CFT=1961.104 2+329.006 CFT=1957.912 2+518.67 CFT=1925.177 2+553.67 CFT=1924.981 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1861.44 1857.51 1853.65 1850.37 1846.21 1840.35 1829.48 1810.88 1800.94 1797.60 1796.91 1796.75 1797.43 1799.04 1798.73 1799.05 1799.21 1801.37 1800.03 1797.40 1795.80 1795.77 1794.13 1792.50 1791.54 1789.52 1782.58 1779.18 1776.39 1774.85 1774.93 1776.27 1775.13 1771.95 1767.33 1761.89 1756.91 1750.67 1746.00 1743.77 1741.54 1739.31 1737.17 1735.04 1732.91 1730.78 1728.65 1727.81 1716.34 1705.13 1699.08 COTA TERRENO COTA FONDO DE TUBO 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+993.98 1860.64 1856.71 1852.85 1849.57 1845.41 1839.55 1828.68 1810.08 1800.14 1796.80 1796.11 1795.95 1796.63 1798.24 1797.93 1798.25 1798.41 1800.57 1799.23 1796.60 1795.00 1794.97 1793.33 1791.70 1790.74 1788.72 1781.78 1778.38 1775.59 1774.05 1774.13 1775.47 1774.33 1771.15 1766.53 1761.09 1756.11 1749.87 1745.20 1742.97 1740.74 1738.51 1736.37 1734.24 1732.11 1729.98 1727.85 1527.01 1715.54 1704.33 1698.28 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+329.29 1861.71 1855.74 1852.63 1849.53 1845.55 1840.37 1837.17 1836.82 1836.47 1834.36 1833.08 1830.89 1829.03 1827.67 1825.33 1822.99 1820.64 1819.58 1860.91 1854.94 1851.83 1848.73 1844.75 1839.57 1836.37 1836.02 1835.67 1833.56 1832.28 1830.09 1828.23 1826.87 1824.53 1822.19 1819.84 1818.78 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 1819.58 1817.37 1815.17 1812.96 1811.00 1807.26 1806.89 1805.46 1804.04 1802.61 1800.86 1798.47 1796.42 1794.40 1792.38 1794.23 1796.15 1796.61 1796.82 1796.53 1797.60 0+384.23 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1818.78 1816.57 1814.37 1812.16 1810.20 1806.46 1806.09 1804.66 1803.24 1801.81 1800.06 1797.67 1795.62 1793.60 1791.58 1793.43 1795.35 1795.81 1796.02 1795.73 1796.80 0+000 0+040 1819.58 1810.35 1801.13 1791.90 1788.38 0+067.65 0.80 0.80 0.80 0.80 0.80 1818.78 1809.55 1800.33 1791.10 1787.58 0+000 0+040 0+080 0+120 0+160 1793.92 1790.58 1789.67 1791.80 1791.10 1791.00 1792.28 1791.48 1789.83 1788.37 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+179.45 1793.12 1789.78 1788.87 1791.00 1790.30 1790.20 1791.48 1790.68 1789.03 1787.57 0+000 0+045.19 1789.95 1787.61 1786.74 1786.30 0.80 0.80 0.80 0.80 1789.15 1786.81 1785.94 1785.50 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+534.22 1786.30 1780.53 1767.84 1753.74 1742.25 1731.86 1723.11 1719.15 1715.19 1708.30 1702.13 1698.40 1694.66 1690.93 1687.19 1683.41 1679.50 1673.60 1666.76 1659.93 1653.09 1647.28 1640.94 1633.36 1625.78 1618.20 1610.62 1605.24 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1785.50 1779.73 1767.04 1752.94 1742.45 1731.06 1722.31 1718.35 1714.39 1707.50 1701.33 1697.60 1693.86 1690.13 1686.39 1682.61 1678.70 1672.80 1665.96 1659.13 1652.29 1646.48 1640.14 1632.56 1624.98 1617.40 1609.82 1604.44 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 1786.30 1784.56 1782.81 1781.06 1780.26 1779.41 1778.56 1777.42 1776.24 1774.21 1772.17 1770.14 1768.39 1763.27 1762.03 1763.41 1760.12 1758.82 1752.59 1732.89 1739.63 1754.29 1756.46 1752.02 1752.64 1749.51 1750.59 1750.95 1751.05 1750.66 1751.10 1751.54 1749.46 1746.30 1744.98 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0+668.37 1785.50 1783.76 1782.01 1780.26 1779.46 1778.61 1777.76 1776.62 1775.44 1773.41 1771.37 1769.34 1767.59 1762.47 1761.23 1762.61 1759.32 1758.02 1756.63 1755.03 1753.49 1753.49 1755.66 1751.22 1751.84 1748.71 1749.79 1750.15 1750.25 1749.86 1750.30 1750.74 1748.66 1745.50 1744.18 PASE AEREO-1 L=58.82 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+684.78 1744.98 1736.27 1728.10 1720.12 1710.72 1705.26 1699.59 1696.24 1693.16 1685.99 1677.14 1668.35 1659.66 1651.92 1643.44 1634.85 1629.88 1624.45 1619.01 1613.57 1608.13 1601.11 1591.64 1582.17 1566.44 1548.53 1536.33 1528.74 1521.15 1513.57 1506.56 1502.98 1500.96 1498.95 1496.93 1496.45 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1744.18 1735.47 1727.30 1719.32 1709.92 1704.46 1698.79 1695.44 1692.36 1685.19 1676.34 1667.55 1658.86 1651.12 1642.53 1634.05 1629.08 1623.65 1618.21 1612.77 1607.33 1600.31 1590.84 1581.37 1565.64 1547.73 1535.53 1527.94 1520.35 1512.78 1505.76 1502.18 1500.16 1498.15 1496.13 1495.65 0+000 0+040 0+080 0+120 0+160 0+200 0+253.18 1744.98 1742.25 1739.20 1736.15 1733.10 1730.34 1729.08 1727.74 1725.15 1722.92 1720.70 1718.47 1716.25 1714.78 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1744.18 1741.45 1738.40 1735.35 1732.30 1729.54 1728.28 1726.94 1724.35 1722.12 1719.90 1717.67 1715.45 1713.98 0+000 0+040 0+080 1714.78 1707.74 1701.94 1695.38 1681.87 1671.20 1669.91 0+102.67 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1713.98 1706.94 1701.14 1694.58 1681.07 1670.40 1669.11 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 1714.78 1713.16 1712.44 1708.09 1702.40 1696.72 1692.45 1689.76 1688.78 1687.85 1687.09 1686.33 1685.38 1683.73 1682.06 1680.34 1678.84 1678.53 1675.16 1674.94 1675.87 1676.81 1677.84 1676.66 1672.66 1664.49 1657.42 0+517.28 1713.98 1712.36 1711.64 1707.29 1701.60 1695.92 1691.65 1688.96 1687.98 1687.05 1686.29 1685.53 1684.58 1682.93 1681.26 1679.54 1678.04 1677.73 1674.36 1674.14 1675.07 1676.01 1677.04 1675.86 1671.86 1663.69 1656.62 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PASE AEREO-7 L=60.00 M 0+353.53 CFT=1757.140 0+412.35 CFT=1752.512 5 5 CRP -01 CRP -02 CRP -03 CRP -04 CRP -05 CRP -01 CRP -02 CRP -03 CRP -04 5 5 5 CRP -05 5 CRP -06 CRP -06 CRP -07 5 5 CRP -08 CRP -07 CRP -08 5 5 CRP -09 CRP -10 CRP -11 CRP -09 CRP -10 CRP -11 5 5 5 5 CRP -12 CRP -13 CRP -14 CRP -15 CRP -12 CRP -13 CRP -14 CRP -15 5 5 5 5 5 CRP -16 CRP -16 CRP -01 Hf=21.52 P=28.42 2100 Hf=15.16 P=3.90 Hf=23.96 P=6.54 CAPTACION-2 CRP -02 Hf=20.54 P=29.88 Hf=22.82 P=27.02 CRP -03 CRP -04 Hf=18.68 P=31.48 CRP -05 Hf=38.00 P=27.89 L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=21.52m, L=444.00m, C=10, S=113.50‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=15.16m, L=310.00m, C=10, S=61.48‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=23.96m, L=490.00m, C=10, S=62.24‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=20.54m, L=420.00m, C=10, S=120.05‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=22.82m, L=466.63m, C=10, S=106.81‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=18.68m, L=381.94m, C=10, S=131.33‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=38.00m, L=776.95m, C=10, S=84.81‰ Ø1 1/2" PVC CLASE 10 DIAMETRO DISTANCIA PARCIAL 440.00 ML 440.00 ML DISTANCIA ACUMUL. PROGRESIVAS Ø1 1/2" PVC CLASE 10 310.00 ML Ø1 1/2" PVC CLASE 10 490.00 ML Ø1 1/2" PVC CLASE 10 420.00 ML Ø1 1/2" PVC CLASE 10 466.63 ML Ø1 1/2" PVC CLASE 10 381.94 ML Ø1 1/2" PVC CLASE 10 776.95 ML 750.00 ML 1240.00 ML 1660.00 ML 2126.63 ML 2508.57 ML 3285.52 ML CRP -06 Hf=7.32 P=42.68 L.G.H.: v=0.84m/s, DN=3/4", Q=0.238l/s, hf=7.32m, L=139.34m, C=10, S=358.83‰ CRP -07 Hf=29.53 P=20.37 L.G.H.: v=0.84m/s, DN=3/4", Q=0.238l/s, hf=29.53m, L=562.25m, C=10, S=88.75‰ CRP -08 Hf=7.74 P=42.39 L.G.H.: v=0.47m/s, DN=1/2", Q=0.059l/s, hf=7.74m, L=266.86m, C=10, S=187.85‰ RESERVORIO Hf=0.74 P=11.59 L.G.H.: v=0.47m/s, DN=1/2", Q=0.059l/s, hf=0.74m, L=25.50m, C=10, S=483.53‰ CANAAN Hf=27.09 P=14.77 CAPTACION RESERVORIO P-1 RESERVORIO L.G.H.: v=1.65m/s, DN=1 1/2", Q=1.881l/s, hf=27.09m, L=329.29m, C=10, S=127.12‰ L.G.H.: v=1.25m/s, DN=1 1/2", Q=1.42l/s, hf=38.00m, L=776.95m, C=10, S=84.81‰ ALTURA DE CORTE Y RELLENO PROGRESIVAS Ø3/4" PVC CLASE 10 DIAMETRO DISTANCIA PARCIAL 140.00 ML DISTANCIA ACUMUL. Ø3/4" PVC CLASE 10 560.00 ML 140.00 ML 700.00 ML 268.45 ML 968.45ML 993.98ML 25.53 ML Ø1/2" PVC CLASE 10 COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 329.29 ML Ø1 1/2" PVC CLASE 10 329.29 ML COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 384.23 ML Ø 1/2" PVC CLASE 10 384.23 ML L.G.H.: v=0.54m/s, DN= 1/2", Q=0.69 l/s, hf=14.71 m, L=384.23m, C=10, S=95.64‰ Hf=14.71 m. P=22.04 m COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 67.65 ML Ø1 1/2" PVC C=10 67.65 ML Hf=5.19 m P= 38.48 m L.G.H.: v=1.59m/s, DN=1 1/2", Q=1.812 l/s, hf=5.19 m, L=67.65m, C=10, S=645.51‰ RESERVORIO EXISTENTE HASTA P-2 Hf=0.73 m P= 2.59 m COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 179.45 ML Ø2 1/2" PVC C=10 179.45 ML L.G.H.: v=0.45m/s, DN=2 1/2", Q=1.42 l/s, hf=0.73 m, L=179.45 m C=10, S=18.50‰ Hf=0.85 m P= 1.23 m COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 45.18 ML Ø2" PVC =10 45.18 ML CRP -09 CRP -10 CRP -11 L.G.H.: v=0.89m/s, DN=2", Q=1.812 l/s, hf=0.85 m, L=45.18 m C=10, S=46.03‰ Hf=7.66 m P= 43.56 m Hf=7.24 m P= 42.77 m Hf=3.47 m P= 46.53 m Hf=36.40 m P= 6.15 m L.G.H.: v=1.08m/s, DN=3/4", Q=0.307 l/s, hf=7.66 m, L=91.10 m C=10, S=562.36‰ COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. Ø3/4" PVC CLASE 10 91.10 ML 91.10 ML Ø3/4" PVC CLASE 10 193.70 ML L.G.H.: v=0.69m/s, DN=3/4", Q=0.198 l/s, hf=7.24 m, L=193.70 m C=10, S=258.14‰ L.G.H.: v=0.39m/s, DN=1/2", Q=0.050 l/s, hf=3.47 m, L=167.50m C=10, S=298.58‰ L.G.H.: v=1.32m/s, DN= 1 1/2", Q=1.505 l/s, hf=36.40 m, L=668.37 m C=10, S=63.66‰ 284.80 ML 167.50 ML 452.30 ML 81.92 ML 534.22 ML Ø1/2" PVC CLASE 10 Ø1/2" PVC CLASE 10 COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 668.37 ML Ø1 1/2" PVC CLASE 10 668.37 ML L.G.H.: v=1.32m/s, DN= 1 1/2", Q=1.505 l/s, hf=36.40 m, L=668.37 m C=10, S=63.66‰ COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 684.78 ML Ø 1" PVC CLASE 10 148.40 ML Ø 1" PVC CLASE 10 Ø 1" PVC CLASE 10 Ø 1" PVC CLASE 10 Ø 1" PVC CLASE 10 128.20 ML 156.55 ML 71.38 ML 180.25 ML 148.40 ML 276.60 ML 433.15 ML 504.53 ML CRP -12 CRP -13 CRP -14 CRP -15 Hf=29.85 m Hf=18.28 m Hf=13.48 m Hf=5.82 m Hf=13.06 m P= 6.15 m P= 26.32 m P= 31.74 m P= 36.54 m P= 46.98 m P= 35.60 m L.G.H.: v=2.07m/s, DN= 1", Q=1.049 l/s, hf=29.85 m, L=148.4 m C=10, S=378.62‰ L.G.H.: v=1.72m/s, DN= 1", Q=0.871 l/s, hf=18.28 m, L=128.20 m C=10, S=390.26‰ L.G.H.: v=1.31 m/s, DN= 1", Q=0.663 l/s, hf=13.48m, L= 156.55m C=10, S=319.49‰ L.G.H.: v=1.27m/s, DN= 1", Q=0.644 l/s, hf=5.82 m, L= 71.38m C=10, S=697.67‰ L.G.H.: v=1.19 m/s, DN= 1", Q=0.604 l/s, hf=13.06 m, L= 180.25 m C=10, S=269.88‰ COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 253.18 ML Ø 1" PVC CLASE 10 253.18 ML Hf=10.91 m P= 25.44 m L.G.H.: v= 0.90 m/s, DN= 1", Q=0.456 l/s, hf=10.91 m, L= 253.18 m C=10, S=143.56‰ P= 6.15 m 1716 1720 1724 P= 25.44 m P= 49.92 m L.G.H.: v= 1.33 m/s, DN= 1/2", Q=0.168 l/s, hf=20.39 m, L= 102.67 m C=10, S=684.81‰ Hf=20.39 m COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 102.67 ML Ø 1/2" PVC CLASE 10 102.67 ML COTA TERRENO COTA FONDO DE TUBO ALTURA DE CORTE Y RELLENO PROGRESIVAS DIAMETRO DISTANCIA PARCIAL DISTANCIA ACUMUL. 500.00 ML Ø 3/4" PVC CLASE 10 500.00 ML Ø 3/4" PVC C: 10 517.28 ML 517.28 ML Hf=37.13 m P= 38.60 m Hf=1.28 m P=5.79 m L.G.H.: v= 1.01 m/s, DN= 3/4", Q=0.287 l/s, hf=37.13 m, L= 500.00 m C=10, S=151.46‰ P= 25.44 m L.G.H.: v= 1.01 m/s, DN= 3/4", Q=0.287 l/s, hf=1.28 m, L= 17.28 m C=10, S=409.14‰ L.G.H.: v=0.39m/s, DN=1/2", Q=0.050 l/s, hf=3.47 m, L=167.50m C=10, S=298.58‰ Hf=0.66 m P= 30.39 m "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 H=1:2000 V= 1:200 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-01 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-02 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-03 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-04 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-05 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL H=1:2000 V= 1:200 H=1:2000 V= 1:200 H=1:2000 V= 1:200 H=1:2000 V= 1:200 "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-06 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL H=1:2000 V= 1:200 "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-06 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL H=1:2000 V= 1:200 "MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERIO DE EL HUAYO, DISTRITO DE LUCMA, GRAN CHIMU - LA LIBERTAD" OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL SETIEMBRE - 2015 MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: ING. LEONARDO GARCIA RODRIGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA LOCALIDAD: EL HUAYO UBICACION: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;PL-07 LAMINA N°: FONCODES ------ PLANO: PERFIL LONGITUDINAL H=1:2000 V= 1:200 San Pedro N 1025 700 500 1000 1000 1500 1000 2500 2000 2428 X 2000 1500 2000 O C E A N O P A C I F I C O REGION CAJAMARCA REGION ANCASH REGION LAMBAYEQUE REGION AMAZONAS 78°00' 77°30' 77°00' 78°30' 79°00' 79°30' 79°30' 79°00' 78°30' 77°00' 77°30' 78°00' 7° 00' 7° 30' 8° 00' 8° 30' 9° 00' 9° 00' 8° 30' 8° 00' 7° 30' 7° 00' PROMOCIONA Y DISTRIBUYE: PROYECTOS E INVERSIONES DE CARTOGRAFIA TELEFONO 073 - 341224 CELULAR 073 - 9685667 073 - 9610203 REGION SAN MARTIN 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 9'048,000 9'040,000 9'032,000 9'024,000 9'016,000 9'008,000 680,000 672,000 688,000 696,000 704,000 712,000 720,000 728,000 736,000 744,000 752,000 760,000 768,000 776,000 784,000 792,000 800,000 808,000 816,000 824,000 832,000 840,000 848,000 856,000 864,000 872,000 880,000 888,000 896,000 904,000 912,000 920,000 928,000 936,000 944,000 952,000 960,000 664,000 656,000 648,000 640,000 672,000 664,000 656,000 648,000 640,000 752,000 744,000 736,000 728,000 720,000 712,000 704,000 696,000 688,000 680,000 784,000 776,000 768,000 760,000 832,000 824,000 816,000 808,000 800,000 792,000 880,000 872,000 864,000 856,000 848,000 840,000 936,000 928,000 920,000 912,000 904,000 896,000 888,000 960,000 952,000 944,000 9'000,000 9'008,000 9'016,000 9'024,000 9'032,000 9'040,000 9'048,000 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 GRAN CHIMU LUCMA ASCOPE 78°00' 77°30' 77°00' 78°30' 79°00' 79°30' 79°30' 79°00' 78°30' 77°00' 77°30' 78°00' 7° 00' 7° 30' 8° 00' 8° 30' 9° 00' 9° 00' 8° 30' 8° 00' 7° 30' 7° 00' PROMOCIONA Y DISTRIBUYE: PROYECTOS E INVERSIONES DE CARTOGRAFIA TELEFONO 073 - 341224 CELULAR 073 - 9685667 073 - 9610203 REGION CAJAMARCA 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 9'048,000 9'040,000 9'032,000 9'024,000 9'016,000 9'008,000 680,000 672,000 688,000 696,000 704,000 712,000 720,000 728,000 736,000 744,000 752,000 760,000 768,000 776,000 784,000 792,000 800,000 808,000 816,000 824,000 832,000 840,000 848,000 856,000 864,000 872,000 880,000 888,000 896,000 904,000 912,000 920,000 928,000 936,000 944,000 952,000 960,000 664,000 656,000 648,000 640,000 672,000 664,000 656,000 648,000 640,000 752,000 744,000 736,000 728,000 720,000 712,000 704,000 696,000 688,000 680,000 784,000 776,000 768,000 760,000 832,000 824,000 816,000 808,000 800,000 792,000 880,000 872,000 864,000 856,000 848,000 840,000 936,000 928,000 920,000 912,000 904,000 896,000 888,000 960,000 952,000 944,000 9'000,000 9'008,000 9'016,000 9'024,000 9'032,000 9'040,000 9'048,000 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 78°00' 77°30' 77°00' 78°30' 79°00' 79°30' 79°30' 79°00' 78°30' 77°00' 77°30' 78°00' 7° 00' 7° 30' 8° 00' 8° 30' 9° 00' 9° 00' 8° 30' 8° 00' 7° 30' 7° 00' PROMOCIONA Y DISTRIBUYE: PROYECTOS E INVERSIONES DE CARTOGRAFIA TELEFONO 073 - 341224 CELULAR 073 - 9685667 073 - 9610203 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 9'048,000 9'040,000 9'032,000 9'024,000 9'016,000 9'008,000 680,000 672,000 688,000 696,000 704,000 712,000 720,000 728,000 736,000 744,000 752,000 760,000 768,000 776,000 784,000 792,000 800,000 808,000 816,000 824,000 832,000 840,000 848,000 856,000 864,000 872,000 880,000 888,000 896,000 904,000 912,000 920,000 928,000 936,000 944,000 952,000 960,000 664,000 656,000 648,000 640,000 672,000 664,000 656,000 648,000 640,000 752,000 744,000 736,000 728,000 720,000 712,000 704,000 696,000 688,000 680,000 784,000 776,000 768,000 760,000 832,000 824,000 816,000 808,000 800,000 792,000 880,000 872,000 864,000 856,000 848,000 840,000 936,000 928,000 920,000 912,000 904,000 896,000 888,000 960,000 952,000 944,000 9'000,000 9'008,000 9'016,000 9'024,000 9'032,000 9'040,000 9'048,000 9'056,000 9'064,000 9'072,000 9'080,000 9'088,000 9'096,000 9'104,000 9'112,000 9'120,000 9'128,000 9'136,000 9'144,000 9'152,000 9'160,000 9'168,000 9'176,000 9'184,000 9'192,000 9'200,000 9'208,000 9'216,000 9'224,000 9'232,000 9'240,000 EL HUAYO ESCUDO DE LA LIBERTAD LA LIBERTAD Region Límite Departamental Límite Distrital LEYENDA Límite Provinciales CHILE O C E A N O P A C I F I C O 2 La Libertad 6 BRASIL EL PERU Y SUS REGIONES 2,003 ECUADOR Y SUS REGIONES MAPA POLITICO DEL PERU PERU GRAN CHIMU LA LIBERTAD CASERIO: EL HUAYO DISTRITO :LUCMA PROVINCIA : GRAN CHIMU REGION : LA LIBERTAD OTUZCO DISTRITO DE LUCMA LUCMA MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y LETRINAS EN EL CASERÍO DE EL HUAYO, DISTRITO LUCMA, GRAN CHIMÚ - LA LIBERTAD OFICINA ZONAL - TRUJILLO FONDO DE COOPERACION PARA EL DESARROLLO SOCIAL Setiembre - 2015 S/E MINISTERIO DE LA MUJER Y DESARROLLO SOCIAL - MIMDES PROYECTISTA: ESCALA: Ing. LEONARDO GARCIA RODRGUEZ Vo. Bo.: REV. Y APROB.: FECHA: DISTRITO: LUCMA CASERIO: EL HUAYO UBICACION: PLANO: PROYECTO: DPTO: LA LIBERTAD PROVINCIA: GRAN CHIMU CAD: \W0.8;U-01 LAMINA N°: PLANO DE UBICACION DE EL HUAYO FONCODES ----

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

departure, Overflow, Arrives from, Overflow, Arrives from, catchment, channel, catchment, Horseshoe path, Projection: top, Projection: income, ventilation, access door, Perimeter fence, Existing reservoir, Calicata, departure, Overflow, Arrives from, Overflow, Arrives from, catchment, channel, catchment, Projection: top, Projection: income, ventilation, access door, Perimeter fence, Existing reservoir rehabilitate, Stone seated with, mortar, Rehabilitation demolition plan nº, Detail of door in reservoir, Simple c, Log, Hinges, Cuarton mad.tornillo, Simple c, Puas wire, Hinges, Cuarton mad.tornillo, Electrowelded mesh, Esc., Fence detail, Esc., Perimeter fence, Esc., Typical purse seine plant, Table of values for perimeter fence, width, Log, Simple c, Puas wire, Fence detail, Esc., variable, Log, length, height, Of logs, work, catchment, Reservoir, Exp., door, Improvement of drinking water services latrines in the hamlet of the district of great chimú freedom, Search by photos:, Cooperation fund for social development, September, Indicated, Development ministry social inclusion midis, designer:, scale:, Ing. Leonardo garcia rodriguez, Vo. Bo:, Rev. Approved, date:, District: lucma, Locality: el huayo, Location:, flat:, draft:, Apartment: la libertad, Province: grand chimú, Cad:, sheet, Typical perimeter fence, Foncodes, Peru, Table of values for perimeter fence, width, length, height, Of logs, work, catchment, Reservoir, yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Datum elev, Of potable water services in latrines in the hamlet of the Greater Chimu district, Search by photos:, Cooperation fund for social development, June, Ministry of women social development mimdes, designer:, scale:, Ing. Luis manuel sánchez pinedo, Vo. Bo:, Rev. Approved, date:, District: lucma, Locality: el huayo, Location:, draft:, Apartment: la libertad, Province: granada, Cad:, sheet, Foncodes, Cip nº, flat:, plant of, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Until reservoir, Reservoir to canaan, Reservoir up to, Until sector the high reed, Up to existing reservoir, Up to existing reservoir, Reservoir up to, Until sector the reed under, Until sector the hill, Sector the hill until sector the huayo, Sector up the hill, Until sector the lioness, Until sector trujillito, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, Type of soil, Ground level, Pipe bottom, Cutting height filled, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, pass, Until reservoir, Reservoir to canaan, Reservoir up to, Until sector the high reed, Up to existing reservoir, Up to existing reservoir, Until sector the reed under, Until sector the hill, Sector the hill until sector the huayo, Sector up the hill, Until sector the lioness, Until sector trujilli

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, district, DWG, el, fornecimento de água, great, improving, kläranlage, l'approvisionnement en eau, latrines, Services, supply, treatment plant, village, wasserversorgung, water

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